ELASTO-PLASTIG BEHAVIOR OF COMPRESSION MEMBERS LATERALLY-BRACED AT AN INTERMEDIATE POINT AND BRACING REQUIREMENTS

Author:

FUKAO Hidekuni1,MORINO Shosuke2

Affiliation:

1. Dept. of Architecture,, Faculty of Engineering, Mie University

2. Dept. of Architecture, Faculty of Engineering, Mie University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference6 articles.

1. 3) ONO T. A Study on Bracing Requirement of steel Beam-Columns. Proc.5th Intnl.Colloq.on Stability and Ductility and Ductility of Steel Structures. (1997) vol.1, p.507-514.

2. 5) TSUJI B. Post-Buckling Strength of Compression Members with Elastic Plastic Lateral Bracing. Proc.5th Intnl.Colloq.on Stability and Ductility and Ductility of Steel Structures. (1997) vol.1, p.515-522.

3. 8) FUKAO H. Elasto-plastic Behaviior of Laterally-Braced Compression Members. Proc.5th Intnl.Collq.on Stability and Ductility of Steel Structures. (1997) vol.1, p.499-506.

4. 9) FUKAO H. Elasto-plastic Behaviior of Laterally-Braced Compression Members. Stability and Ductility of Steel Structures. Elsevior. (1998) p.37-44.

5. 15) SIMO J. C. Comput. Methods Appl. Mech. Eng.. (1985) vol.48, p.101-118.

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1. EXPERIMENTAL INVESTIGATION ON COMPRESSIVE BUCKLING BEHAVIOR OF PLATE-SECTION COLUMNS WITH ECCENTRIC LATERAL BRACING;Journal of Structural and Construction Engineering (Transactions of AIJ);2006

2. STIFFNESS AND STRENGTH OF REQUIRED LATERAL SUPPORT FOR H-SHAPED COMPRESSION MEMBER WITH ECCENTRIC BRACING;Journal of Structural and Construction Engineering (Transactions of AIJ);2004

3. BUCKLING LOAD AND RIGIDITY OF REQUIRED LATERAL SUPPORT FOR H-SHAPED COMPRESSION MEMBER WITH ECCENTRIC BRACES;Journal of Structural and Construction Engineering (Transactions of AIJ);2003

4. BUCKLING BEHAVIOR OF A COMPRESSIVE MEMBER STIFFENED BY TENSILE MEMBERS : Geometrically nonlinear analysis and buckling test;Journal of Structural and Construction Engineering (Transactions of AIJ);2002

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